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200 00$aSchadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbru?cken
210   $cKIT Scientific Publishing$d2016
215   $a1 online resource (IX, 152 p. p.)
225 1 $aKarlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
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330   $aWith a focus on the monitoring of concrete bridges, this study evaluates 19 different methods under realistic constraints. Then, the detailed numerical model of an unbonded post-tensioned box-girder bridge is created. There, nonlinear material laws, which have been validated by laboratory tests, are applied. Combining six different methods, the increase in cracking as a consequence of either the settlement of the pier or the decrease in the tension force can be assessed and localized.
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606   $aHistory of engineering and technology$2bicssc
610   $abridges
610   $aBru?cken
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610   $amodalbasiert condition assessment
610   $aZustandsbewertung
615  7$aHistory of engineering and technology
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